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<br /> 2ND STA 28+18.88 44.02 LT PT O �� � 27�k56 Cl� B DG PAOCKAGE 13 FULL DESIGN LIMIT
<br /> FIELD FIT TO MATCH EXISTING x� �,8 .� � S� Co � U � T. � e.J 1 V . � 1 L . ��. � YY e M.
<br /> `� ��- '�`�.�., °�, MATCH CRAFT�MAN DISTRICT PROJECT
<br /> � '� � ���� �` 2ND STA,. 27+39.40, 22.0' RT PT � �` ' �` ,� �� � � � � �: ���; � � CURVE C CURVE �
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<br /> ��=----�- R=10' N�� �� � 3 �_ ` t _F � " , POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA POINT STATION OFFSET GL ELEV TOC ELE,! CURVE DATA
<br /> � 2NB.� STA �� +39.40, 23.52' RT PC `� � ��3� � � �� ; ��� � _ ; � " � BOT OF � . , �, PC ZND 24+89.77 12.00' RT 20.32 20.53 DELTA: 88' 19' 47"
<br /> � � � , � 't� ., �� - - � � 12TH 84+61.00 12.00 RT 20.88 21.38 DELTA: 90 08 32
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<br /> I� ., ; R�5 2N19�,. A ,2'%+34.40, 28.52' RT (PT) �'�� � ` �,A__ � RAMP � � 1/4 2ND 24+78.91 14.49' RT 20.76 21.80 TANGENT: 29.14'
<br /> �•a _ v ,` . 48' LT 00'
<br /> . # t , f PC 12TH 84+64.81 12.00 RT 21 .04 21.32 TANGENT: 30.07 1/2 13TH 85+27.85 20. 21.05 21 .09 RADIUS: 30.
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<br /> �? • • - - • . � $� � ` ' 12TH 84+72 00 12 87' RT 21 33 21 37 RADIUS• 30 00' 3/4 13TH 85+37 48 14 20' LT 21 17 21 21 LENG TH• 4 6 2 5
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<br /> : _, . PT 13TH 85+48.76 1 . 20.89 21.26
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<br /> �9 ,t �� � a � N TRAMPF 2ND 24+13.00 12.61' LT 21.25* NO CURB BOT OF �3TH 85+52.00 i 2.00' LT 20.76 21.26
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<br /> �' �% � �'` KEY MAP 3/4 2ND 24+18.42 14.26' LT 21.25 21 .29
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<br /> PT 2ND 24+06.92 12.00' LT 21.05 21.31 CURVE F
<br /> � 2�l� �TA 27+29,4�C� 12' �T P� � NOT TO SCALE ''
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<br /> �� � �: -� - BOT OF , POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA
<br /> ���y �. � � � �C3 RAMP 2ND 24+02.00 12.00 LT 20.88* NO CURB
<br /> . � � - * BOT OF 2ND 24+02.00 12.00' RT 20.88* NO CURB DELTA: 89' 36'32"
<br /> - � � � , „ : �-�,, EDGE OF PAVEMENT ELEVATION, NO CURB & GUTTER ON ZND AVENUE SOUTH RAMP
<br /> �� � �°� � f� " } � 2ND STA 27+15.90, 28.52' RT OF 12TH STREET.
<br /> .°� , PC 2ND 24+07.20 12.00' RT 21.05 21.31 TANGENT: 29.80'
<br /> �� ,. ��IE� STA 27+1�.9C}, 'I2 RT '`�� FIELD FIT TO MATCH EXISTING CURVE D
<br /> . � �� � • • : ��� � 2ND STA 26+80.90, 13.5' RT POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA TRAMPF 2ND 24+13.00 12.61' RT 21 .25* NO CURB RADIUS: 30.00'
<br /> � � � � ��' BOT OF 1 4 2ND 24+18.61 �4.34' RT 21.25 21.29 LENGTH: 46.92'
<br /> . � . p. j y y � � ; �C° END CURB RAMP 12TH 84+61.00 12.00' LT 20.88 21.38 DELTA: 94' 41 ' 45" � �
<br /> °� ° �. . • • . . � � y � � � y • � 1/2 13TH 85+27.67 20.71 RT 21.25 21 .29
<br /> 6 � �� � � .�d. �. �� � �° o ��. � � v � y Y y Y y � � y 10 PC 12TH 84+63.65 12.00' LT 20.91 21.26 TANGENT: 32.57' 3 f 4 13TH �5+37.38 14.26' RT 21.44 21.48
<br /> C2.5 �� a � � • � ,o� �D. ° - D . pp" : ; ; ; ; : i : ; ; = CURVE AD TOP OF 12TH 84+72.00 13.17' LT 21.20 21 .24 RADIUS: 30.00' TOP OF .
<br /> � ° � � � " " ' ' " " ' SEE SHEET C4.1 �AM�' RAMP 13TH 85+41.00 13.03 RT 21 .50 21.54
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<br /> 2ND STA 27+97.07, �. � o D , � . .D. p . • 'p � D • D' : : " ` �` 1 j4 12TH 84+75.70 14.52' LT 21.16 21.20 LENGTN: 49.58' PT 13TH 85+48.81 12.00' RT 21 .25 21.61
<br /> 1 10.06 LT . � � 5. ' � � � : , � '�'� 1/2 12TH 84+85.72 21.67' LT 21.02 21.06 BOT OF
<br /> BOW, MATCH EXISTING .�D�� o :. TYP° ,�p . o� � �'• � 13TH 85+52.00 12.00' RT 21.16 21 .66
<br /> � 3/4 2ND 24+81 .47 14.71 LT 20.93 20.97 RAMP
<br /> EDGE OF ESPLANADE , ° � . 2�� � 9 . 0 25 �� ,
<br /> P . . . � � ,g�,� PT 2ND 24+94.52 13.00 LT 20.50 20.93 E[�GE OF PAVEMENT ELEVATION, NO CURB & GUTTER ON 2ND AVENUE SOUTH
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<br /> . o D . � OF 12TH STREET.
<br /> . � . CURVE G � ' �.�D � CONSTRUCTION NOTES� n ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUITER, SEE � 3
<br /> 2ND STA 26+95 110.07' LT SEE SHEET . . :�� V C 5.1 1
<br /> B O W, M A T C H E X I S T I N G C4.1 �. � ����; �1 CEMENT CONCRETE CURB AND GUTTER. � 4
<br /> EDGE OF ESPLANADE p , , �� �7 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB, SEE
<br /> � O2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETf STANDARD C5.11
<br /> 2ND STA 26+95, 43.5' LT� . , PLAN 906.
<br /> BOW . � CURVE AC
<br /> 2ND STA 26+62, 31 .5' LT '� p �' SEE SHEET C4.1 3 CEMENT CONCREfE DRIVEWAY TYPE 3 PER CIIY OF EVERETT STANDARD O SURVEY MONUMENT PER CITY OF EVERE�f STANDARD PLANS 312 AND 313.
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<br /> �� , . CURVE AB PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY. O9 NOT USED
<br /> 2ND STA 26+62, 13.0' LT � �� � SEE SHEET C4.1
<br /> 12 � O4 TYPE A CURB RAMP PER CITY OF EVER�f STANDARD PLAN 310A. 10 CEMENT CONCRETE CURB, TYPE E-1.
<br /> GENERAL NOTES� � � � � � . � (5.0' RAMP WIDTH) � 2
<br /> � � �. 2ND STA 24+85 11 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB, SEE C5.11
<br /> 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. 4 � -'� �� �� . TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 310B.
<br /> 2ND STA 25+55, 31 .5' LT y y • �� � ° d O (5.0' RAMP WIDTH) 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5.
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<br /> 2. FOR ROADWAY SECTIONS SEE SHEETS C2.2 TO C2.5 ' ' ' ' y ° y � � 13TH STA 88+29.14, 31 .5' LT, AP
<br /> 2ND STA 25+45.1 1 , 43.28' LT �° � y y � : � . 2ND STA 24+80.99, 26.98' RT ,�
<br /> 3. SIDEWALK DIMENSIONS ARE TO BACK OF CURB BpW � � � � � y� " : : � � .' p qj.
<br /> D 'o . o p : . . . . 13TH STA 88+35.50, 13.0' LT, CENTER p
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<br /> CURVE D � i . : : : � ° 13TH STA 88+33.78, 26.14' LT, AP °. , o � �
<br /> LEGEND= � � � y y ; � y ' t - 12TH STA 85+06.81 BK = � � �'
<br /> 2 CENTER BETWEEN CEMENT �� ' , , y y ' n .� 13TH STA 85+06.81 AHD = 13TH STA 87+51 , 12.0' LT . � . ' ��
<br /> CONCRETE EDGE BANDS TYP. � ' ' ' " ' " �'� � 8 . � �
<br /> C5.10 , . • • . . . , . . ,,� r, 2ND STA 24+48.99 .o y • �
<br /> ACP (ASPHALT CONCRETE PAVEMENT) SEE SHEETS C6.2-C6.5 : : : : : ; y � 12 � � � y � y XS
<br /> � • • • � • • . � � ��O � 13TH STA 85+59 12.0' LT 13TH STA 87+43, 20.0' LT CURVE 3 � � y • • y � � y • y y � � O
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<br /> CEMENT CONCRETE SIDEWALK CURVE E 13TH STA 85+67, 20.0' LT � � . . . . . . . . . . . . . . " ��,'� � �
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<br /> � IRRIGATION SLEEVE, SEE � � + 13TH STA 85+41
<br /> ; C5.11 , ;� 2ND STA 24+0�, LT & RT 13TH STA 85+90.90 13TH STA 87+43, 20.0' RT 13TH STA 88+26, 12.0' RT
<br /> � SAWCUT LINE 13TH STA 87+51 , 12.0' RT
<br /> � CALL 48 HOURS 2ND STA 24+13 : ` ,�S END ACP DRIVEWAY � r
<br /> o CONCREfE CURB & GUTTER BEFORE YO D� 2ND STA 23+80 � R�v�MEN 13TH STA 88+43.50, 29.5 RT
<br /> » „
<br /> � END OF PAVE ENT S �F `MP SCALE IN FEEr NOTE: �
<br /> � SIG NEW CABLE EQUIPMENT 1-8�0-424-5555 � ����� � IF "L" DOES NOT MEASURE 1 "
<br /> � 20 0 20 4o E A R L Y R O A D W A Y A N D U T I L I T I E S B I D P A C K A G E 1 3 ADJUST SCALES ACCORDINGLY.
<br /> N
<br /> /
<br /> - PROJECT ENGINEER: SCALE: P O � T O F E V E R E T T DWG. NO.
<br /> � � A.KIR j 2
<br /> � ' � � � ` � $/2s/o8 e�o PACKAGE 13 - BID SET ����o� wAs,�F�,�,o H. KUYPER AS NOTED C5.
<br /> � Or O ��. °�S'�"E° BY: °"TE: NORTH MARINA REDEVELOPMENT
<br /> N $/s/os �RLY ROADWAY & UTILITIES � R. KIRIAKOS AUGUST 4, 2006 CIP N0.
<br /> 0 728 134th Street SW - Suite 200 Bio PACKAGE 13 - REVIEW � ��/`2282 w� DRAWN BY: CHECKED BY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> " Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 �'�'�'S�'GISTER��,tis'� D. OLSEN NI. CREEDEN R oA D WAY P P A N PROJECT _ _ _
<br /> � P.O. BOX 538 9 0 8 4 06 PERMIT APPROVAL CONST UC ION I�NAL E � v I � � � N0. P� N M 2005 �6
<br /> EYERETT, WA 98206 Ph: 425 741-3800 � � � � R T � APPROVED sY:
<br /> °' (425) 259-3164 � �
<br /> Q JOB No. 21-07-004 N0. DATE BY REl/ISION N0. DATE BY REVISION ���' SHEET N0. 27 OF 83
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